JP2007538177A5 - - Google Patents

Download PDF

Info

Publication number
JP2007538177A5
JP2007538177A5 JP2006530478A JP2006530478A JP2007538177A5 JP 2007538177 A5 JP2007538177 A5 JP 2007538177A5 JP 2006530478 A JP2006530478 A JP 2006530478A JP 2006530478 A JP2006530478 A JP 2006530478A JP 2007538177 A5 JP2007538177 A5 JP 2007538177A5
Authority
JP
Japan
Prior art keywords
floor structure
deck
structure according
floor
tension rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2006530478A
Other languages
Japanese (ja)
Other versions
JP2007538177A (en
JP4603630B2 (en
Filing date
Publication date
Priority claimed from GB0310916A external-priority patent/GB0310916D0/en
Priority claimed from GB0327976A external-priority patent/GB0327976D0/en
Application filed filed Critical
Priority claimed from PCT/GB2004/001949 external-priority patent/WO2004101906A1/en
Publication of JP2007538177A publication Critical patent/JP2007538177A/en
Publication of JP2007538177A5 publication Critical patent/JP2007538177A5/ja
Application granted granted Critical
Publication of JP4603630B2 publication Critical patent/JP4603630B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Claims (21)

上向きの非対称形状をしたチャンネル構造体(11)を有し床構造体に沿って延在する細長いデッキ(10)からなり、該デッキ(10)の端部間を延在し該デッキ(10)の中立軸線の下方において該デッキ(10)の長手方向に沿うチャンネル内に位置しているテンションロッド(40)を含んでいる、与圧されたデッキ構造の床構造体において、前記チャンネル構造体(11)は非対称形状をしており、前記中立軸線が中央水平面よりも上方に位置していることを特徴とする床構造体。 It comprises an elongated deck (10) having a channel structure (11) having an upwardly asymmetrical shape and extending along the floor structure. The deck (10) extends between the ends of the deck (10). A floor structure of a pressurized deck structure comprising a tension rod (40) located in a channel along the longitudinal direction of the deck (10) below the neutral axis of the channel structure ( 11) is a floor structure having an asymmetric shape, wherein the neutral axis is located above a central horizontal plane. 前記デッキ(10)の各端部に取着された加圧ブラケット(20)を含むことを特徴とする請求項1に記載の床構造体。 The floor structure according to claim 1, comprising a pressure bracket (20) attached to each end of the deck (10). 前記テンションロッド(40)が各加圧ブラケット(20)に連結されていることを特徴とする請求項2に記載の床構造体。 The floor structure according to claim 2, wherein the tension rod (40) is connected to each pressure bracket (20). 各加圧ブラケット(20)が前記テンションロッド(40)の上方で前記デッキ(10)に取着されていることを特徴とする請求項2また3に記載の床構造体。 The floor structure according to claim 2 or 3, wherein each pressure bracket (20) is attached to the deck (10) above the tension rod (40). 前記加圧ブラケット(20)が上向きに延びているチャンネル(11)の側壁(13)に取着されていることを特徴とする請求項4に記載の床構造体。 5. A floor structure according to claim 4, wherein the pressure bracket (20) is attached to a side wall (13) of the channel (11) extending upward. 前記テンションロッド(40)が各加圧ブラケット(20)内に位置するローディングブッシュ(41)を貫通していることを特徴とする請求項5に記載の床構造体。 The floor structure according to claim 5, wherein the tension rod (40) passes through a loading bush (41) located in each pressure bracket (20). 各加圧ブラケット(20)がローディング面(21)並びに上部フランジ(22)、下部フランジ(23)および2つの対向する側フランジ(24)を形成するよう曲げられたシート状材料により形成されていることを特徴とする請求項2〜6の何れか1項に記載の床構造体。 Each pressure bracket (20) is formed of a sheet-like material bent to form a loading surface (21) and an upper flange (22), a lower flange (23) and two opposing side flanges (24). The floor structure according to any one of claims 2 to 6, wherein 各フランジ(22、23、24)がローディング面(21)に実質的に直交して延在することを特徴とする請求項7に記載の床構造体。 8. A floor structure according to claim 7, characterized in that each flange (22, 23, 24) extends substantially perpendicular to the loading surface (21). 前記ローディングブッシュ(41)がローディング面(21)の孔(26)に位置されていることを特徴とする請求項7に記載の床構造体。 The floor structure according to claim 7, characterized in that the loading bush (41) is located in a hole (26) in the loading surface (21). 連結手段(50)が前記テンションロッド(40)を前記デッキ(10)にその中間位置で連結していることを特徴とする請求項1〜9の何れか1項に記載の床構造体。 The floor structure according to any one of claims 1 to 9, wherein a connecting means (50) connects the tension rod (40) to the deck (10) at an intermediate position thereof. 前記連結手段(50)がサポートクリップ(50)であることを特徴とする請求項10に記載の床構造体。 The floor structure according to claim 10, wherein the connecting means (50) is a support clip (50). 前記サポートクリップ(50)が弾性材料製であることを特徴とする請求項11に記載の床構造体。 The floor structure according to claim 11, characterized in that the support clip (50) is made of an elastic material. 前記サポートクリップ(50)がばね鋼製であることを特徴とする請求項12に記載の床構造体。 The floor structure according to claim 12, characterized in that the support clip (50) is made of spring steel. 断熱材(51)が前記テンションロッド(40)と前記デッキ(10)の間に設けられていることを特徴とする請求項1〜13の何れか1項に記載の床構造体。 The floor structure according to any one of claims 1 to 13, wherein a heat insulating material (51) is provided between the tension rod (40) and the deck (10). 前記デッキ(10)がチャンネル(11)の横方向に延在する上部フランジ(15)を有していることを特徴とする請求項1〜14の何れか1項に記載の床構造体。 Floor structure according to any one of claim 1 14, characterized in that it has an upper flange (15) extending transversely of said deck (10) of the channel (11). 前記フランジ(15)がその長手縁部に沿って延在する連結構造体(16、17)を有しており、デッキ(10)が隣接するデッキ(10)と互いにサイド バイ サイド配置で係合するようになっていることを特徴とする請求項15に記載の床構造体。 The flange (15) has a connecting structure (16, 17) extending along its longitudinal edge, and the deck (10) engages with the adjacent deck (10) in a side-by-side arrangement. The floor structure according to claim 15 , wherein the floor structure is configured as follows. 前記デッキ(10)が一つの上部フランジ(15)の縁部に沿って延在する雄構造体(17)と他の上部フランジ(15)の縁部に沿って延在し他のデッキ(10)の雄構造体(17)を受け入れるようになっている雌構造体(16)とを有していることを特徴とする請求項16に記載の床構造体。 The deck (10) extends along the edge of one upper flange (15) and the edge of the other upper flange (15) and the other deck (10). 17. A floor structure according to claim 16 , characterized in that it has a female structure (16) adapted to receive a male structure (17). 前記デッキ(10)が取り付けられたサポート桁構造体(44)を有していることを特徴とする請求項1〜17の何れか1項に記載の床構造体。 Floor structure according to any one of claim 1 17, characterized in that it has support girder structure the deck (10) is attached (44). スタッド(45)がIビーム(44)の上部フランジの上方からデッキ(10)により支承されたコンクリート床(53)に延在していることを特徴とする請求項18に記載の床構造体。 19. A floor structure according to claim 18 , wherein the stud (45) extends from above the upper flange of the I-beam (44) to the concrete floor (53) supported by the deck (10). 横方向ロッド(52)が前記デッキ(10)を横切って延在していることを特徴とする請求項1〜19の何れか1項に記載の床構造体。 Transverse rod (52) is the floor structure according to any one of claim 1 to 19, characterized in that it extends across the deck (10). 前記横方向ロッド(52)を前記デッキ(10)の上方で支持するスペーサーブロックを含んでいることを特徴とする請求項26に記載の床構造体。
27. A floor structure according to claim 26 , comprising a spacer block for supporting the transverse rod (52) above the deck (10).
JP2006530478A 2003-05-13 2004-05-06 Floor structure Expired - Fee Related JP4603630B2 (en)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
GB0310916.2 2003-05-13
GB0310916A GB0310916D0 (en) 2003-05-13 2003-05-13 Flooring
GB0327976A GB0327976D0 (en) 2003-12-02 2003-12-02 Flooring
GB0327976.7 2003-12-02
PCT/GB2004/001949 WO2004101906A1 (en) 2003-05-13 2004-05-06 Flooring

Publications (3)

Publication Number Publication Date
JP2007538177A JP2007538177A (en) 2007-12-27
JP2007538177A5 true JP2007538177A5 (en) 2008-02-14
JP4603630B2 JP4603630B2 (en) 2010-12-22

Family

ID=33454574

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006530478A Expired - Fee Related JP4603630B2 (en) 2003-05-13 2004-05-06 Floor structure

Country Status (13)

Country Link
US (1) US7571580B2 (en)
EP (1) EP1625261B1 (en)
JP (1) JP4603630B2 (en)
KR (1) KR20060003904A (en)
AT (1) ATE369469T1 (en)
AU (1) AU2004239057B2 (en)
BR (1) BRPI0410327A (en)
CA (1) CA2525472A1 (en)
DE (1) DE602004008059T2 (en)
ES (1) ES2291875T3 (en)
HK (1) HK1090678A1 (en)
PL (1) PL1625261T3 (en)
WO (1) WO2004101906A1 (en)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007110136A1 (en) * 2006-03-29 2007-10-04 Corus Uk Ltd. Method for producing a composite floor deck, and kit of parts therefor
SI22495A (en) * 2007-03-10 2008-10-31 Trimo D.D. High-profile sheet metal for scarf joined ceilings
US7621096B2 (en) * 2007-04-11 2009-11-24 Jeffrey Thomas Ellis Construction blocking bracket
US8205412B2 (en) * 2008-01-24 2012-06-26 Consolidated Systems, Inc. Panelization method and system
US8505599B2 (en) * 2008-01-24 2013-08-13 Consolidated Systems, Inc. Panelization system and method
DE202008016244U1 (en) * 2008-05-08 2009-03-19 Arcelormittal Construction Deutschland Gmbh Steel-concrete ceiling
WO2013134119A2 (en) * 2012-03-05 2013-09-12 Hinkle Donald G Integrated decking member fastening track system installation method and tool
KR101106699B1 (en) * 2011-05-03 2012-01-18 (주)에이비엠그린텍 Structure of reinforced deck plate for roof
US9380875B2 (en) * 2013-09-13 2016-07-05 International Technical Coatings, Inc. Methods and apparatus for support channel
ES2537258B1 (en) * 2013-10-25 2015-12-02 Universidad De Sevilla Procedure for obtaining a mixed floor by means of post-tensioned collaborating ribbed sheet of large lights
TWM481277U (en) * 2014-02-27 2014-07-01 Woodeasy Internat Co Ltd Modular frame material
USD768467S1 (en) * 2015-06-15 2016-10-11 John Paulin Decking spacer
US9458635B1 (en) * 2015-09-22 2016-10-04 Jeffrey Sargen Stringer for decking
KR101640079B1 (en) * 2016-02-04 2016-07-18 주식회사 목양종합건축사사무소 Deckplate using end anchorage device and the composite slab construction method therewith
WO2017200397A1 (en) * 2016-05-19 2017-11-23 Talbot Technologies Limited A structural bracket and uses thereof
KR101911731B1 (en) * 2016-05-24 2018-10-26 서울시립대학교 산학협력단 Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same
KR102120665B1 (en) * 2017-12-12 2020-06-26 한국건설기술연구원 Composite deck plate for integrating web of latticed bar and web of deck plate, and manufacturing method for the same
AU2018200667A1 (en) * 2018-01-29 2019-08-15 Inquik Ip Holdings Pty Ltd Formwork Brace
IT202100002858A1 (en) * 2021-02-09 2022-08-09 Alessandro BRUNORI APPARATUS FOR OBTAINING A CROSSING SPACE IN A REINFORCED CONCRETE MEMBRANE

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US910757A (en) * 1907-07-15 1909-01-26 Henry Neill Wilson Floor or like construction.
US2382139A (en) * 1941-07-16 1945-08-14 Porete Mfg Company Prestressed composite structure
GB776607A (en) * 1954-04-22 1957-06-12 Frank Micklethwaite Improvements in or relating to structures for forming floors, roofs and the like
US3094813A (en) * 1961-04-07 1963-06-25 Van Rensselaer P Saxe Bar joist
US3251167A (en) * 1963-04-05 1966-05-17 Robertson Co H H Composite concrete floor construction and unitary shear connector
US3513609A (en) * 1968-03-13 1970-05-26 Du Pont Tendons for post-tensioned concrete construction
DE1916904A1 (en) * 1969-04-02 1970-10-08 Thyssen Industrie Composite ceiling
US3712010A (en) * 1970-08-17 1973-01-23 Univ Iowa State Res Found Prestressed metal and concrete composite structure
US3812636A (en) * 1971-05-26 1974-05-28 Robertson Co H H Sheet metal decking unit and composite floor construction utilizing the same
US3967426A (en) * 1972-05-08 1976-07-06 Epic Metals Corporation Reinforced composite slab assembly
CA1012376A (en) * 1974-12-30 1977-06-21 Westeel-Rosco Limited Composite structural assembly
BE836061A (en) * 1975-11-28 1976-03-16 Le Clercq Pierre METAL FORMWORK FOR CONCRETE CONSTRUCTIONS
GB2060730B (en) * 1979-09-15 1983-05-25 Tinsley Building Prod Ltd Concrete floors
US4630414A (en) * 1980-09-17 1986-12-23 Ting Raymond M L Cellular steel decking
US4453349A (en) * 1981-02-20 1984-06-12 Cyclops Corporation Floor and roof deck
US4597233A (en) * 1984-03-05 1986-07-01 Rongoe Jr James Girder system
US4845908A (en) * 1984-07-02 1989-07-11 Consolidated Systems, Incorporated Composite metal/concrete floor and method
FI863396A (en) * 1986-08-22 1988-02-23 Vainionpaeae Pentti W FOERFARANDE FOER UTFOERING AV EN GJUTNING PAO EN PROFILSKIVA SAMT EN PROFILSKIVA, DAER FOERFARANDET TILLAEMPATS.
US4809474A (en) * 1988-04-01 1989-03-07 Iowa State University Research Foundation, Inc. Prestressed composite floor slab and method of making the same
US5978997A (en) * 1997-07-22 1999-11-09 Grossman; Stanley J. Composite structural member with thin deck portion and method of fabricating the same

Similar Documents

Publication Publication Date Title
JP2007538177A5 (en)
JP2008542653A (en) Pair of main T-member clips
KR20110069137A (en) Faceted metal suspended ceiling
ATE353807T1 (en) CONNECTION CONSTRUCTION FOR LONGITUDINAL BEAMS TO CROSS BEAMS
WO2010117517A3 (en) Extended short span tee for drywall ceiling
US8112964B2 (en) Clip for joining reinforced members for use in reinforced concrete slabs and/or columns
RU2015118167A (en) ROOF STRUCTURE SYSTEM AND Eaves Detail
JP2014505000A5 (en)
CA2600666A1 (en) Support device for reinforcing members in concrete structures
JP6723060B6 (en) Ceiling reinforcement structure and its construction method
WO2019037472A1 (en) Prefabricated building wall
JP2008512634A (en) Tube retainers for reinforcing grids preferably connected to floor heating equipment
CN218292275U (en) Connecting structure of steel bar truss floor bearing plate and steel beam
WO2019078710A8 (en) Riser clamp with a vibration isolation element
CN102596330A (en) Ceiling fire-extinguishing system
JP3214851U (en) Folded plate roof fixture
KR20190109950A (en) Deck Having Truss Girder With Flat Bar
US1278437A (en) Tie or clip for concrete-reinforcement members.
JP3099025U (en) Anti-vibration hanging bracket
JP2013060703A (en) Ceiling reinforcement structure
CN204418529U (en) A kind of prestressing force superimposed sheet support
CN113982185B (en) Parallel wood truss structure of dowel welding
CN219866616U (en) U-shaped bracket with edge wrapping structure
US537483A (en) Floor construction
KR20240049904A (en) Assembly type simple post support for ship block support